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HomeMy WebLinkAboutPlan, Final APPLICANT 3/6/2017DASH INDICATES 10'-0" PUE EASEMENT (N) LANDSCAPING 0 DASH INDICATES 7'-0" LANDSCAPE SETBACK HATCH INDICATES APPROX LOCATION OF (N) RAIN GARDEN, SEE CIVIL & LANDSCAPE n' CONCRETE �I SIDEWALK, SEE CIVIL ' i (N) LONG TERM 1 PER 300 SF GROSS FLOOR AREA BICYCLE LOCKER 12'-0" (N) HOOP STYLE RACK 18'-0" BICYCLE PARKING 24' - 0" Le11 4 SPACES, SEE ALSO ELEVATIONS 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) POLE MOUNT LED Q r (N) LANDSCAPING CONSISTING l 1� f 15 FULL CUT-OFF, TOTAL PARKING, LOADING, & VEHICLE CIRCULATION AREA: ACCESSIBLE PATH TO 16-0" POLE RIGHT-OF-WAY o MAX SLOPE 1:20 316.68' (N) STOP SIGN W/(N) 60 •- POST & BRACKETS PER DIMENSIONS ARE APPROXIMATE CITY OF SPRINGFIELD \x STD. 5-18 DETAIL LANDSCAPE (N) 6" CONCRETE ( CURB, TYP BOLLARD WITH LED o LIGHT FIXTURE, TYP/4, ' SEE LIGHTING PLAN N ACCESS DRIVEWAY, SEE CIVIL INDICATES TRAFFIC FLOW DIRECTION VAN ACCESSIBLE PARKING —� U SPACE W/ POLE MOUNTED SIGN INCLUDING ;1 INTERNATIONAL SYMBOL OF ACCESSIBILITY &'VAN ACCESSIBLE' DESIGNATION @ 7'-0" AFF BTWN SIGN BOTTOM & GROUND LINE 1 SITE & LANDSCAPE PLAP 1/1611 = 11-0'1 fy- ui 32 25 EXTERIOR WALL - MOUNT LED LIGHT FIXTURE, 31 FULL CUTOFF, ±10'-0" 24 <,° a AFF, TYP/5 1 NEW BUILDING a< 30 APPROX 4,832 SF .4 ' FLOOR AREA/ ° 29 3 SR -1.3 -� a q• r 28 ;m ., .` WHITE RETRO- '-7 � .4 2 REFLECTIVE 7 " CROSSWALK STRIPING, TYP 4. j.a Q.. �• _# 26 IIsi' 111► !! 9- "�S �� ' 1� ��n" � ��. dm 6116 a �q '� ' n ° L (N) ADA COM P LIAN- RAMP, 6" MAX SLOPE, SEE CIVIL 1 f '- POLE MOUNT LED 42 41 40 39 3736 35 9 4" IDE WHITE 34 33 LIGHT FIXTURE AN FULL CUT-OFF, sr 9,-0" ' - a" 12'-0" POLE •=d f RETROREFLECTIVE STRIPING, TYP ACCESS AISLE FULL LENGTH OF PARKING SPACE - MAX. SLOPE 1:48 (N) ASPHALT PARKING LOT & STRIPING THROUGHOUT 36- 0" 202'- 7" 24'-0" 181-0" 10'-0" 18 ZONE: NC ZONE: MDR �I TWO -HEAD POLE ' i MOUNT LED LIGHT 1 PER 300 SF GROSS FLOOR AREA FIXTURE, FULL CUT 12'-0" 10'-0" 18'-0" 24'-0" 24' - 0" Le11 TOTAL LANDSCAPE AREA: 14,550 SF (APPROX. 34.5% OF SITE) 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) POLE MOUNT LED 21 (N) LANDSCAPING CONSISTING TOTAL IMPERVIOUS AREA: 27,683 SF (APPROX. 65.5% OF SITE) SR -1.3# f 15 FULL CUT-OFF, TOTAL PARKING, LOADING, & VEHICLE CIRCULATION AREA: BICYCLE PARKING REQS: 1 SPACE / 3,000 SF OF FLOOR AREA 16-0" POLE 14 316.68' � DIMENSIONS ARE APPROXIMATE 4 SHORT TERM & 1 LONG TERM PROVIDED \x LANDSCAPE 4 (N) ASPHALT STREET PAVING VAN ACCESSIBLE PARKING —� U SPACE W/ POLE MOUNTED SIGN INCLUDING ;1 INTERNATIONAL SYMBOL OF ACCESSIBILITY &'VAN ACCESSIBLE' DESIGNATION @ 7'-0" AFF BTWN SIGN BOTTOM & GROUND LINE 1 SITE & LANDSCAPE PLAP 1/1611 = 11-0'1 fy- ui 32 25 EXTERIOR WALL - MOUNT LED LIGHT FIXTURE, 31 FULL CUTOFF, ±10'-0" 24 <,° a AFF, TYP/5 1 NEW BUILDING a< 30 APPROX 4,832 SF .4 ' FLOOR AREA/ ° 29 3 SR -1.3 -� a q• r 28 ;m ., .` WHITE RETRO- '-7 � .4 2 REFLECTIVE 7 " CROSSWALK STRIPING, TYP 4. j.a Q.. �• _# 26 IIsi' 111► !! 9- "�S �� ' 1� ��n" � ��. dm 6116 a �q '� ' n ° L (N) ADA COM P LIAN- RAMP, 6" MAX SLOPE, SEE CIVIL 1 f '- POLE MOUNT LED 42 41 40 39 3736 35 9 4" IDE WHITE 34 33 LIGHT FIXTURE AN FULL CUT-OFF, sr 9,-0" ' - a" 12'-0" POLE •=d f RETROREFLECTIVE STRIPING, TYP ACCESS AISLE FULL LENGTH OF PARKING SPACE - MAX. SLOPE 1:48 (N) ASPHALT PARKING LOT & STRIPING THROUGHOUT 36- 0" 202'- 7" 24'-0" 181-0" 10'-0" 18 EASEMENT SHOWN 1 TWO -HEAD POLE FOR REFERENCE MOUNT LED LIGHT 1 PER 300 SF GROSS FLOOR AREA FIXTURE, FULL CUT 1 OFF, POLE 12-1 4,740 SF GROSS FLOOR AREA/ 300 SF = 16 SPACES REQ'D 24' - 0" Le11 TOTAL LANDSCAPE AREA: 14,550 SF (APPROX. 34.5% OF SITE) 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) POLE MOUNT LED 21 (N) LANDSCAPING CONSISTING TOTAL IMPERVIOUS AREA: 27,683 SF (APPROX. 65.5% OF SITE) LIGHT FIXTURE, 15 FULL CUT-OFF, TOTAL PARKING, LOADING, & VEHICLE CIRCULATION AREA: BICYCLE PARKING REQS: 1 SPACE / 3,000 SF OF FLOOR AREA 16-0" POLE 14 (N) COVERED TRASH ENCLOSURE W/ DIMENSIONS ARE APPROXIMATE 4 SHORT TERM & 1 LONG TERM PROVIDED SANITARY DRAIN 20 4 t 6 SR -1.3 19 p 2. � • -� 3 ; _ lJar a�aaa ° :d4 4e 9a ooaoao 5 d - C 10 U i 4 AXAM ,> _ I - 1 L 011I i i iI ; i it i NEW SCREENING - SLATS a@ (E) CHAINLINK FENCE 55'-1" 'APPROX. 1,866 SF Y\FOOTPRINT OF FUTURE BUILDING 7' - 10'- 0 ` y 329.12' 1 ZONE: MDR ZONE: MDR I TOTAL SITE AREA: 42,233 SF VEHICLE PARKING REQ'S: fl_� ] TWO -HEAD POLE (N) CONCRETE MOUNT LED LIGHT 1 PER 300 SF GROSS FLOOR AREA FIXTURE, FULL CUT OFF, POLE COVERAGE) 4,740 SF GROSS FLOOR AREA/ 300 SF = 16 SPACES REQ'D TOTAL LANDSCAPE AREA: 14,550 SF (APPROX. 34.5% OF SITE) 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) 21 (N) LANDSCAPING CONSISTING TOTAL IMPERVIOUS AREA: 27,683 SF (APPROX. 65.5% OF SITE) ` y 329.12' 1 ZONE: MDR ZONE: MDR I TOTAL SITE AREA: 42,233 SF VEHICLE PARKING REQ'S: fl_� ] (N) CONCRETE BUILDING FOOTPRINT: 4,832 SF (APPROX. 11.4% LOTIPARCEL 1 PER 300 SF GROSS FLOOR AREA COVERAGE) 4,740 SF GROSS FLOOR AREA/ 300 SF = 16 SPACES REQ'D TOTAL LANDSCAPE AREA: 14,550 SF (APPROX. 34.5% OF SITE) 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) 21 (N) LANDSCAPING CONSISTING TOTAL IMPERVIOUS AREA: 27,683 SF (APPROX. 65.5% OF SITE) OF ORGANIC GROUNDCOVER TOTAL PARKING, LOADING, & VEHICLE CIRCULATION AREA: BICYCLE PARKING REQS: 1 SPACE / 3,000 SF OF FLOOR AREA 19,287 SF (APPROX. 45%) 4,740 SF / 3,000 = 2 SPACES, MIN 3 SPACES REQUIRED (25% LONG TERM, 75% SHORT TERM) (N) RAIN GARDEN, SEE CIVIL & DIMENSIONS ARE APPROXIMATE 4 SHORT TERM & 1 LONG TERM PROVIDED LANDSCAPE 4 (N) ASPHALT STREET PAVING C 8 Lo1 - .. Un C 7 /2, -i - C 6 1 IL a IL IL IL ik F67- (N) CONCRETE SIDEWALK & CURB, SEE CIVIL POLE MOUNT LED LIGHT FIXTURE, FULL CUT-OFF, 12-0" POLE Un 7'-0" PUE It EASEMENT & LANDSCAPE SETBACK (N) 14'-0" PUE, CENTERED ON (N) SS LINE (N) CONCRETE DRIVEWAY, SEE CIVIL - 0 i HATCH INDICATES APPROX LOCATION OF (N) RAIN GARDEN, SEE CIVIL & LANDSCAPE (N) CONCRETE SIDEWALK & CURB, SEE CIVIL (N) STREET PAVING, SEE CIVIL 0' 8' 16' 32' 64' ![ L t o v n i t Z,U- Oo -4s- � Lk I?L�L^ ILo, V1 fto n l v�- 3 FINAL SITE A MAR - 201' planner:-- W__ 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 510 •, PROJECT NO.1 16831 ISSUE DATE: 1 09/08/2016 (P 's?ti POWER POLE ',;:: •. � '` :;,• No. 910 1 $0• t l 11 VW � t 3' ' . ()q TCH CONSTRUCT STD CURB ' • . t ' •�' , AND GUTTER 74 L.F. CONSTRUCT s' AC` ON IT CRUSHED ROCK . • 'x5835{ 11,9' ' 1 C . V r4 P 51f. r8�J15i1�5 ! . ,Q P�15w7� A�•' ' STIR T LI No. I � CID m m 0+78 MATO t5it.7I# t MATCH EX 511.80 t II 40.0' Pave h EX. C.B. RIM ELEV. 510.90 F.L. OUT (E 50716 F.L IN (N) 507.26 c m CONSTRUCT CURBSIDES/W` s- zvo -- - qp- CIII 0 �E 1Sf4NG L Tu E MAIL w0 �n B6 5f230 S-2% -.. �• POWER POLE� I5' FROM PROPERTY LINE) KEYSTONE WALL, 3 COURSES INLET' 24' AREA DRAIN 24' BUBBLER RIM ELEV 510.8 'RIM 509.8 RL (E) ` F.L. IN 50/ t ASC a N1 �'j n �] 0,g)" .4.1UW0O RAISED WALK�AY 5113 L i1{ 6 � R,6 •_..� +� � � 511.00 8' SAN •,.... �... .,..,�-- `-.. -w--.- .8` SAN- --- , #.8" 511.00 ,.,-2 S CONSTRUCT CATCH BASIN W/ 5i 5 ' UCT .•'. CFILTER INSERT CURBSIDE S/W RIM ELEV 511.2 Y 51 0.3 F.L. 508.5 50.6 MCAI co 8 •Q. n ' MEXISTING LAWN-- z Cn 511.6 25 �•- - 2 f90 m '` : S• .4y, -"-'---IO' STM -69 L.F. StYj PROPOSED STM M.H. LINK �•• 10' FL OUT (E) 507.54 STM N)H tr' 10' F.L. IN W) 507.64 10' FL OUT (S) 507.92 t v W F.L. IN (W) 508:02 m 4 Yj :1.•a v 10fil ACE 509.8 RIM•. it I C4NSTDH TION. NOTES: �.�. PRIVATE PAVING SECTION: SANITARY SERVICE: .._ lei 12' ROCK AND 3` A.C. THE PUBLIC SANITARY SEWER ON THE SITE WITH FABRIC. IS DEEP ENOUGH TO SERVE THE NEW BUILDING; SCALE I" = 20' THE SERVICE LOCATION SHOWN IS APPROXIMATE. CURBS: WATER SERVICE: 0 10 20 40 + . WEST SIDE ENTRY DRIVE FROM MAIN STREET' 294 +/- L.F. TO BE STANDARD CURB AND GUTTER, WATER SERVICE LOCATION WILL. BE AS DIRECTED BY r & COORDINATED WITH SUB. WHEEL STOPS TO BE SET ADJACENT TO SET WHERE PARKING: AREA SHEET .FLOW$ INTO RAIN GARDENS (NO OTHER CURBING), TOTAL EXCAVATION QUANTITIES: ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 6O SIDEWALK AT ' BUILDING: FILL 1,500- CUBIC ' YARDS DESCRIBED AS: 59TH So/ ASTER SQUARE IN CUT 700 CUBIC YARDS TFC a CB NW GOR INTx MONOLITHIC POUR, WHEEL. STOPS AT SOUTH SIDE OF BUILDING: WITH A.C. GRADE FLUSH WITH SIDEWALK. LEGI ND 0 FOUND Sff` .1. ROD W/YPC 'BRANCH ENG,' REVISIONS REV. BATE. 8-29-2016 PRE 11 REVIEW 12-12-2016 TENT SITE PLAN REW ff s� REMOVED UNLESS OTHERWISE NOTED REPAIR AND SET EXIST., WASTEWATER MANHOLE TO GRADE EXISTING CURB & GUTTER CATCH BASIN , o RIM, !M ELEV. 512.20 POWER POLE- .,,.. •., . g{� .......» ao st PUBLIC PAVING SECTION TO BE PER CITY . PUBLIC IMPROVEMENT REVIEW EXISTING SANITARY SEWER $' FL SO. 509;25 : No. 50478. t. CRITERIA: STORM RIPE IN ASTER RIGHT -OF -'WAY TO .BE CONSTRUCTED. 6' F.L. E. 549,31 .,..=.--$TM.....- EXISTING STORM SEWER AS PRIVATE OR PUBLIC.: BASED ON CITY DIRECTION: v> o ¢ : EXISTING SANITARY SEWER MANHOLE " 513:88 r+ t EXISTING SANITARY CLEANOUT 0 oS MAIC VAI Z EXISTING STORMWATER MANHOLE LINK1 WOOD uj III.- x xS 513,21: CATCH BASIN '"*"LI MATCH 51{ 5 CURB &GUTTER 11WWON X atom 00040 0.6ya-. :513.23: REMOVE/REPIrACE I�# WATER METER cn 5126 5f3: 4 •�., 2N4OY j Ai WATER VALVE eYs s 512.04 512 � r'ta . CCESS Ice REMOVE ,EXIST. � o FIRE HYDRANT A DRAIN ` "`�. Esr. PIPE PLUGGAS VALVE 4 • � POWER POLE' C? M JUNCTION BOX. 513,26 • .. �' $ #r, : , t1 TELEPHONE RISER CAB T•V LE RISER 120• LF., R E t1A7CH < -. • • � : , . r ' • � � � • } . .: .. , ' : ,.. ; , �:. . ; • #3: • r"' � UTILITY -VAULT +-�. »-- • 4 ' a a o ' : o ' . 4 • -. 4. , EXISTING STREET LIGHT y3 . ,C;/ to 0 5f#,9 • 4 ` 5146$' ' : ' ...:.,....PWR .:,--�-,• EXISTING OVERHEAD POWER w '..'59.41 , •; 5555 SPOT ELEVATIONS . • � fff -w- EXISTING WATER MAIN 6' SAN S . O,01 M 2% MaZ 11*7 /11111.11 .I�t i""1 rr/rrrrrr rr q r"r///�'irr/ri _"�" 111 �# ���"-=111111= 111••-- w111� 1 = =) f !-� � =^I!(= '' �"=f�•= �tt"===��� �tf �I� II� �1� ��. -..-Itt--I1)-=-III-=111.;:111,;,111 UTI 111 fCl 111 lil 111,;,111,.111 IIi:��:�=I South Rain Garden; Inlet 0 curb NO SCALE 12' WIDE, 6' DEEP 1-1/2' OPEN ROCK I'T ADJACENT TO A.C. VARIABLE WHEEL STOP TREATMENT AREA I AT SOUTH PARKING OVERFLOW RAIN GARDEN VARIABLE AREA RIM -510.8 SURFACE 509.8 FL -510.8 ,T;t Mq G WET ZONE A VE 11-X111=' =111 =111=-111- r r irrrrrrrrrrrrrrrr ==111= 1.11•=111= '111=111=111'=111--=111=111---= -� �11I�1f1�111-�1}I- _ - 1--x=1 11f� 1 I 11 111 11 11 1 1 1 ' =���-111,;,111 =1I#-=111,1111--•-- f1�- =111=-x=111=111--===111=111= 111-=111,,,1}I =1#t� =III•=III.�III=III..-=II#:-= III -=.111 ----•III--- South stain 'Garden Typical Section (north 11 /south) 'R- 90 L.F. DRIVEWAYV .T(� ' ff s� REMOVED �' {9-i•�: i�l� - �. •rr - Sgti}: 4t�rS.i£f1:•';,?5'�a �xt47T�Nv " H 17 CONCRETE SURFACE i\J WATER QUALITY: Jdl� SLOTTED CURB 502 c' • • • ! PUE T O'BE : A q�'r .r► p A " Y A �.1 CATCH `B IN WI � AS r . GUtTft FL• 511.80 THE RAIN. GARDENS ARE INTENDED 50.7 I r ' FILTER. T PROJECT NO. 44,31 DRAWN BY: W/3A0 , CHECKED` BY: JA0 C DD 13RA.W NG: 431 AD-REVI E gW h , J j4 41 h h a. BOTTOM RAIN h h +. NEW • •.+�>.• h : h f. h f 4t7ARtlGIY'C�-R".Y. �, IV•ff ` h h. i6 ♦ .,. : • CONCRETE URF ppn((�� c S .ACE x LW J C I LINK 51 EX: RIM ? :` : 511.20: . 'A. INFII;TRATfON STM M H; RAIN:GARDEN 6' FL OUT IS) 508.67 10'x80' POWER,:P No. 4 . I ff SHEET TiTt.E77 H 17 i\J WATER QUALITY: Jdl� SLOTTED CURB 7, . BOTTOM WIDTH ! A q�'r .r► p A " Y A �.1 r . GUtTft FL• 511.80 THE RAIN. GARDENS ARE INTENDED Wlp t . , '� a •:�_ TO BE D>;SIGNED .AS )NFiLTRATION FACILITIES BASED ON A 10 -YEAR STORM RAIN GAi;DEN SURFACE FL -511.2 f� C WET zdNE 1 L �" A S JT EVENT. FOOTING t` / 111= _ 1 I SHEET NO. FINAL RAIN GARDEN EXCAVATION DEPTH . / :/_ / ✓ r / i;/ r ✓_ �1'�A ,, ,, .. ,. ... `` A / / i r r / / / / .. I.r... lit j :. ,.. -. BOT O 0 ' • . T G MATERIAL) IS TO BE t T M F PLAN IN ,, � 1 "•---- APPROVED BY THE ENGINEER: WITH FINAL 1--.- ,; 1L1 ACCEPTANCE BY'THE CITY: EXCAVATION DEPTH 1 11.1.•,.�III..::.w:_. �:.� .�:.. _....�.:. ...�::.,::.� ...... �.• .�-�-111..---•� I$INTENDED TO REMOVE MATERIALS THAI' ARE „ 1►� 4' FddTiNG -III:=-= I�RAtN D1st;IIARE 1 SITE K UNSUITABLE FOR INFILTRATION. . --+i+ •-, )tt---tit.- Y)ii-�-![!-- TO; PIPE AT S£ CORNER OF BUILDING MAR - 6 201f l4drtlx Xtan -Garden x 12 icIt' l 'X�Se�tia:n I "NO SCALE ``plannerj�j�. ..... (E) BUILDING EXISTING 6' HT. CHAIN LINK FENCE MULCH ONLY RAIN GARDEN#1 3 POS 7AUC UNDER EXISTING 6 COSK 1 NYS --� TREES TO REMAIN , a I,Ive 2 COSA 11 COSK _ ^1 3 OB 2 POO ---� 1� r NMI IES ' hili �'`'� - -ss -se r COSI, s••• 1 • ' • E BARK •MULCH PATH 11M n MULCH ONLY 17 ®l r- i 3 MA 16 AUC 5 ACRS 6 BETC 3 AUC IM O 0 0-x-0 O�__0 09-0 D° 3 VID MULCH ONLY UNDER EXISTING (E) BUILDING (E) BUILDING TREE TO REMAIN LANDSCAPE SPECIFICATIONS A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION, B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRiOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION, 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHLIST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE RAIN GARDENS: IMPORTED TOPSOIL TO BE A SANDY LOAM MIXED WITH COMPOST OR A SAND I SOIL / COMPOST BLEND. MIXTURE TO BE ONE-THIRD COMPOST BY VOLUME, FREE -DRAINING AND TO SUPPORT PLANT GROWTH. COMPOST TO BE DERIVED FROM PLANT MATERIAL; ANIMAL WASTE IS NOT ALLOWED. SEE PLACEMENT NOTES BELOW FOR DEPTH. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS, 4. MULCH: SHREDDED FIR BARK 5/8"- 1/4" DIAMETER, 5. PLANTING TABLETS: SCOTT'S AGRIFORM FERTILIZER TABLETS. 6, PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2" X 2"MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL, b, GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 8. SEED MIXTURE a. PERRENiAL RYE BLEND:'J.B. SIGNATURE' OR APPROVED. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL iN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. RAIN GARDENS 1. PLACE 18" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT RAiN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLYADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT RAIN GARDENS. LAWNS 1. PLACE 8" OF TOPSOIL OVER TILLED SUBGRADE. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MiXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TO A MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO 1" AT PAVING EDGES. MULCH STORM WATER FACILITIES WITH V DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES 0 RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. I. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FiNAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH, PROVIDE (2) MOWINGS MINIMUM AT LAWNS AND (1) MOWING AT MEADOWS. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. 1 ACRO / s PFFI 5 COSI �'•.r r1111it��l RAIN a a 9 COSA ANIA • . ;� %i D 1►' 1 '4j 3 VIPT "x. -.t .a. .� ....1' tel` wnjj �//�'r r A -s WOOD, SITE OBSCURING • GUY WiRE STAKES A5 5PECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB FUNTIN6 501L SUB GRADE ` COMPACTED TOP501L (BEL.OYi ROOT 5ALL5 ONLY) NOTE MARK NORTH SiDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PL.ANTiN6. ' l TREE PLANTING AT PARKING AREA5 1._./ SECTION SCALE 1/2" = 1'-0" IRRIGATION SYSTEM DESCRIPTION 1 • AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. MULCH TAPERS TO 1" AT 51DEYVALK FIN15HED GRADE PUNTING SOIL (5EE 5PECIFICATION5 FOR DEPTH) NOTE: SEE GRADING PLAN FOR PUNT BED SOIL LEVELS. PLANT SED EVOE AT PAVEMENT SECTION ADJACENT BUILDING OR ED6E OF PLANT BED _ a N SCALE: 1" = 1'-0" 51FACING "D" ROYAL "A" SPACING "D" ROW "A" (E) BUILDING I 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. EXISTING FENCE TO G" O.G. T.8" 30" O.C. 26.0" 12" O.G. 50B BE SLATTED 30.0" 15" O.G. 13.0" 3 TPH 1 VIPT GROUNDOOVER SPACING VIAGRAM Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV Zelkova serrata 'Green Vase' Green Vase Zelkova ' Matching, limbed u to a rox. 6 ft. matching, full EUAC 13 CIPS,•,,••,••,•,•• Compact Burning,Bush I-- gal matching, full MAA .P ........................................ 3 w . OB AUU o 6081. w RAK Rhododendron'Anah Krusche' 10 VID 5981. ::: ; : ; ::•; :•::•:.:•:: ::•;•:•;•:•:-::.:•:.::.:: : : ::: : : : : : :::: : ::•; :.:.:.....:....... RHJ - Rhododendron 'Jean Marie Monte ue' 60B 1 ACRO gal, matching, full SPD Spiraea dou lasii Western spiraea 3 5 BETC matching, full .'.'. EXISTING '..'.'. :. . Viburnum davldli W 3 gal. matching, full VIP :..'..'..'.'..'..'• Z�GV':::,:.::::.:'::::::..: GRASS TO ::':'.':':.`:..'.':'...` ':' 3' ht matching, full 4 PLMV REMAIN ............... .....':'::':'. .. . RUCE .... ; , ; ; ;;•;•;•;.;•;•;•;•�;•................:.:.............. '...' W _ .................'.'............................................ ..................... I- 1 ACROi... :..::::::::::.:::.::::::::::.:::.:::.:...:::::::::::::::::::....... . 4 VID � 2 AUC 8 BETC 1 VIPT AUU 1 ACRO , 2 VID 4 VID 7 RFG 1 VIPT a ... C••1. �-,�..� . �-.� . �..� .-.;- .��`.'.. t3 Cos ..20 MAA..:.................................................'.'.'.` --`-`-". ..... �. �. .'.....'..'.'.'. . . U. 1. 13 ViD :: .:::':':'.u':'.'.'.'.'..'.....',':'.'.'.'.'.'.'.::'..'. ..'.'.'. '. .'5 COSH ........................................... 5 SPD • ---• . � �,.... ... �. EXISTING .`.'.'.'.'.'.'��•.•...,...•...•.•... . 1 ACRO / s PFFI 5 COSI �'•.r r1111it��l RAIN a a 9 COSA ANIA • . ;� %i D 1►' 1 '4j 3 VIPT "x. -.t .a. .� ....1' tel` wnjj �//�'r r A -s WOOD, SITE OBSCURING • GUY WiRE STAKES A5 5PECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB FUNTIN6 501L SUB GRADE ` COMPACTED TOP501L (BEL.OYi ROOT 5ALL5 ONLY) NOTE MARK NORTH SiDE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PL.ANTiN6. ' l TREE PLANTING AT PARKING AREA5 1._./ SECTION SCALE 1/2" = 1'-0" IRRIGATION SYSTEM DESCRIPTION 1 • AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. MULCH TAPERS TO 1" AT 51DEYVALK FIN15HED GRADE PUNTING SOIL (5EE 5PECIFICATION5 FOR DEPTH) NOTE: SEE GRADING PLAN FOR PUNT BED SOIL LEVELS. PLANT SED EVOE AT PAVEMENT SECTION ADJACENT BUILDING OR ED6E OF PLANT BED _ a N SCALE: 1" = 1'-0" 51FACING "D" ROYAL "A" SPACING "D" ROW "A" 5" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8 " G" O.G. T.8" 30" O.C. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15" O.G. 13.0" 48" O.G. 41.5" GROUNDOOVER SPACING VIAGRAM PLAN NTS PLANT SCHEDULE KEY I QTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES ACC - Aoer circlnatum Vine Maple 7' ht. multi -stem, B&B ACRO Acer rubrum'October Glory' October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. ACG Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full ACRS - Acer rubrum'Scarsen' Scarlet Sentinel Maple 2" cal. Matching, limbed up to approx. 6 ft. FRO Fraxinus ox carps 'Auraeafolle' Golden Desert Ash 2" cal. Matching, full, B&B TPH - Thula licata'Hogan' Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV Zelkova serrata 'Green Vase' Green Vase Zelkova 2" cal. Matching, limbed u to a rox. 6 ft. SHRUBS AUC Arbutus unedo'Com arta' Strawberry Tree 5 gal. matching, full BETC Berberis thunber il'Crimson Pygmy' Dwarf Japanese Barber 3 al. matching, full BSS Buxus sem ervirens'Suffruticosa' Dwarf English Boxwood 2_ a{. matching, full CIPS Clstus x u{verulentus'Sunset' Sunset Rockrose 5 al matchin ,full COSA Cornus alba 'Ivo Hato' Ivory Halo Dogwood 3 gal, matching, full COSK Cornus sericea'Kelse i' Dwarf Redhvig Dogwood 3 gal. matching, full EUAC Euonymus alata 'Compacta' Compact Burning,Bush 5 gal matching, full MAA Mahonla auqulfotium Oregon Grape 3 gal. matching, full OB Osmanthus x burkwoodii Burkwood Osmanthus 6081. matching, full RAK Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5981. matching, full RHJ - Rhododendron 'Jean Marie Monte ue' Jean Made Montegue Rhodo. 5 gal, matching, full SPD Spiraea dou lasii Western spiraea 3 gal. matching, full VID - Viburnum davldli David Viburnum 3 gal. matching, full VIP Viburnum plicaturn tomentosum Double File Vibumum 3' ht matching, full GROUNDCOVERS AND PERENNIALS AUU 24" o.c. Arctostaphylos uva-ursl KinnikinnIck 1 gal, matching, full MAN Mahonia nervosa Long Leaf Mahonia 1 gal, full PEA - Pennisetum alopercuroides'Hameln' Hameln Fountain Grass 1981. Ph socarpus oputifolius 'DLabolo' matching, full PLMV - Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 1981. 3 matching, full RFG Rudbeckla ful ida'Goidsturm' Goidsturm Black -Eyed Susan 1 gal. matching, full PLANT SCHEDULE - RAIN GARDEN #1 (APPROX. 800 SF) - TYPE III PLANTING SCHEME I KEY I QTY. I BOTANICAL NAME ICOMMONNAME MIN. SIZE COMMENTS TREES (4 REQUIRED) FRL 1 Fraxinus latifolia Oregon Ash 11.5. cal. Matching, full, B&B NYS 13 1 Nyssa syivadca Black Tupelo 2" cal. Matching, full, B&B LARGE SHRUBS (16 REQUIRED) COSA 5 Cornus alba 'lvory Halo' Ivory Halo Dogwood 3 gal. matching, full COSI 3 Cornus sericea 1santi' isantl Red -Osier Dogwood 3 gal. matching, full POD 2 Ph socarpus oputifolius 'DLabolo' Purple Leaf Nine Bark 5981 Spreading Rush Matching, full POS 3 Physocarpus opulifollus `Summer Wine' Summer Wine Nine Bark 5 gal Matching, full SPD 3 1 Spiraea dou lasil Western spiraea 3 gal. matching, full SMALL SHRUBS (32 REQUIRED) K 117 1 Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 1 gal. matching, full SYA 115 1 Symphoricarpos albus Snowberry 1 gal. matching, full GROUNDCOVERS CAO 12" o.c. ICarex obnu to Siou h Sed 4" ots I matching, full JUP 12" o.c. liuncuspatens Spreading Rush 4" pots I matching, full PLANT SCHEDULE -RAIN GARDEN #2 {APPRQX. 1470 SF) -TYPE III PLANTING SCHEME KEY I QTY. 1130TANICAL NAME COMMON NAME r MIN. SIZE I COMMENTS TREES (7 REQUIRED) FRL 15 1 Fraxinus latifolia Oregon Ash 1.5° cal. Matching, full, B&B NYS 12 1 N ssa vatica Black Tupelo 2" cal. Matching, full, B&B LARGE SHRUBS (30 REQUIRED) COSA 14 Comus alba 'Ivory Hato' Ivory Halo Dogwood 3 gal. matching, full COSI 8 Cornus sertcea 'IsanT Isanti Red -Osler Dogwood 13 gal. matching, full SPD 11 Spiraea dou lasii Western spiraes 3 gal. matching, full SMALL SHRUBS (60 REQUIRED) COSK 149 1 Cornus serlcea'Kelse ' Dwarf Redtwi D ood 1 ai. matchtng, full SYA 121 1 Symphoricarpos albus Snowberry 1 gal. matching, full GROUNDCOVERS CAO 12° o.c. Carex obnupta Slough Sedge I matching full (JUP 112-o.c. I Juncus patens Spreading Rush 4" pots I matching. full LEGEND • PROPOSED DECIDUOUS TREES PROPOSED CONIFER TREES -I- EXISiNG TREE TO REMAIN SHRUBS GROUNDCOVER ITE- Ply 0 4 8 16 32 64 SCALE: 1/16" = V-0" NORTH A planner. Fitt wf � 1 IV4-00OL S 54c, pt,.it l KM ekli 1Fi(iL C&M.pI.;xm Pq 3 of 3 860 WEST PARK, SUITE 3D0 EUGENE, OREGON 97401 (541) 344-9157 pIST49 • � David J. Dougherty rrE-�I OREGON -c - n� RUDBECKIA (RFG) MT, VERNON LAUREL (PLMV) PENNESETUM (PEA) CAREX OBNUPTA (CAO) 4 � V JUNCUS PATENS (JUP) SEEDED LAWN EXISTING GRASS TO REMAIN ITE- Ply 0 4 8 16 32 64 SCALE: 1/16" = V-0" NORTH A planner. Fitt wf � 1 IV4-00OL S 54c, pt,.it l KM ekli 1Fi(iL C&M.pI.;xm Pq 3 of 3 860 WEST PARK, SUITE 3D0 EUGENE, OREGON 97401 (541) 344-9157 pIST49 • � David J. Dougherty rrE-�I OREGON -c - n� STREET LIGHT ZONE: GO LTD BUS STOP ZONE: NC APPROXIMATE LOCATION OF (E) STRIPING, TYP FIRE HYDRANT POWER POLE W1 =o STREET LIGHT 316.68' - — - — - — - — - — - — - AREA DRAIN -E___ _----- APRON PROPERTY LINE C) of (o 10 CONCRETE CURB & GUTTER TO REMAIN APRON o� 0 1.0 AREA DRAIN APRON POWER POLE POWER POLE AVICINITY MAP NOT TO SCALE ZONE: NC VFENCE LOT 400 ZONE: MDR EASEMENT ,/--- VEGETATION SANITARY SEWER MANHOLE LOT 300 Al SITE PLAN - EXISTING CONDITIONS GENERAL NOTES MAIN ST SITE ASTER ST k 'M OIZ410 TOTAL SITE AREA: 42,233 SF SITE DEMOLITION TO INCLUDE CONCRETE SIDEWALK, TOTAL LANDSCAPE AREA: 42,233 SF (100% OF SITE) NATURAL VEGETATION, TREES, AND UTILITIES AS DIMENSIONS ARE APPROXIMATE REQUIRED FOR NEW WORK. SEE SHEET SRI.2 AND CIVIL FOR PROPOSED SITE PLAN AND BUILDING TIME OF TRAVEL ZONE: NA (OUTSIDE OF MARKED BOUNDARIES) (E) BUILDING 1 nA'- I" SANITARY CLEANOUT 1 1 — - — - — - — - — - — - — - — - — - 329.12' ZONE: MDR VEGETATION CONCRETE SIDEWALK FIRE HYDRANT CONCRETE CURB & GUTTER ASPHALT PAVING GUARD RAIL & "END" SIGN SANITARY SEWER MANHOLE (E) STREET LIGHT W/ (N) LED FIXTURE GUARD RAIL & "END" SIGN CONCRETE CURB & GUTTER ASPHALT PAVING h v �vpq Vup - ovo4s, t4f, P I aA aw 6W uylc CTwp w pq 1 -0 - I FINAL SITE PLAN MAR -}- planner.--R—'� 860 WEST PARK, SUITE 300 EUGENE, OR 97401 1 541.344.9157 6033 OF t REVISIONS PROJECT NO. 16831 ISSUE DATE: 1 09/08/2016 EXISTING SITE PLAN 0 z (3) 0 00 < z 2 0 1 Lu 0 W LL. z < Lj w 2 . 5 LLI - W W LJ U) Luz ® U. Q ko r% z N Cn (1) O AMA U. 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' <• I I g' - 0" 91- 0" 4" WIDE WHITE W CURB, TYP a r RETROREFLECTIVE BOLLARD WITH LED o r STRIPING, TYP LIGHT FIXTURE, TYP/4, ° `� NAS ACCESS AISLE FULL ( } A\ SEE LIGHTING PLAN " ' LENGTH OF S• N ACCESS DRIVEWAY, .: I I SR-1PARKING SPACE - 3 SEE CIVIL .a .' ; . MAX. SLOPE 1:48 (N) CONCRETE INDICATES TRAFFIC ° < FLOW DIRECTION • ° ' > - r U. - z = CURB, SEE CIVIL c U VAN ACCESSIBLE PARKING a ' POLE MOUNT LED d vi SPACE W/ POLE MOUNTED SIGN INCLUDING ta° 7'- 0" E) BUILDING (E) BUILDING 101-0.1 INTERNATIONAL SYMBOL OF #/� 12'-0" POLE ACCESSIBILITY &X/AN I • ° r 7'-0" PUE ACCESSIBLE' DESIGNATION @ 7'-0" AFF BTWN SIGN BOTTOM & GROUND LINE .� SITE & LANDSCAPE PLAN 1 1/16" = 1'-0" •_jIN �ai 9 • ZONE: NC ZONE: MDR ' 202'- 7" 24'-0 36'-9' 24'-0" 18'-0" 10'-0" 55' 1" n I - •.�������•'sa:..:_;��� N ,h,, AiAi�i�i�i�i�i�i�i�i�i�i�i�i�i�� ►off►0000000000000000 32 EXTERIOR 25 - ♦ �o 0000000 • •31 FULL CUT OFF, ±1 - - • "� ►► �o��0000000000000 ,► .�'o�� ► N, "ll 1 ► �►ov0000000.C�0000000 w�����!G�i�:��o�o�o�o�o�o�o�o�o�o� 30 23 ►off►ov.�►.�0000000000000 o�o�o�o�o�o�o�o�o�o�o�o�o�� �oao�o�oao�o�o�o�o�o�o�oQooQ P, • 'ln►o�o�o�o�o� ��o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�o�� WHITE RETRO- NOWMAMAMA r �o�o�o�o�o�U�, CROSSWALK 0` Lo a. a. ►�U'� , . a - a ►�o�o�o�o�o�o�0�0�1' i�o,�.��o�o�o�o�o�o�o�o�o�o��� I� i�or�• �� y 329.12' ZONE: MDR ZONE: MDR I TOTAL SITE AREA: 42,233 SF VEHICLE PARKING REQS: <' (N) CONCRETE BUILDING FOOTPRINT: 4,832 SF (APPROX. 11.4% LOT/PARCEL 1 PER 300 SF GROSS FLOOR AREA L tU COVERAGE) 4,740 SF GROSS FLOOR AREA / 300 SF = 16 SPACES REQ'D TOTAL LANDSCAPE AREA: 14,550 SF (APPROX. 34.5% OF SITE) 42 SPACES PROVIDED (2 ADA SPACES, 1 FIVE-MINUTE SPACE) ® (N) LANDSCAPING CONSISTING TOTAL IMPERVIOUS AREA: 27,683 SF (APPROX. 65.5% OF SITE) OF ORGANIC GROUNDCOVER TOTAL PARKING, LOADING, & VEHICLE CIRCULATION AREA: BICYCLE PARKING REQS: 1 SPACE / 3,000 SF OF FLOOR AREA Z 19,287 SF (APPROX. 45%) 4,740 SF / 3,000 = 2 SPACES, MIN 3 SPACES REQUIRED (25% LONG TERM, 75% SHORT TERM) (N) RAIN GARDEN, SEE CIVIL & DIMENSIONS ARE APPROXIMATE 4 SHORT TERM & 1 LONG TERM PROVIDED J LANDSCAPE W mp (N) ASPHALT STREET PAVING Z ME= I MEMO t rao mv ?q FINAL SITE PLAN MAR - 2t planner: 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 (; �y y PlEv lmgw '�=sass c� ,74p GF (iv" L tU i n 00 7' — 011 Z ui 0 •o W tU. V Z moo ® rCL v W 4 ` (N) CONCRETE < UJ • ° ' > SIDEWALK & U. koj = CURB, SEE CIVIL c U 0� • a ' POLE MOUNT LED d vi a LIGHT FIXTURE, - FULL CUT-OFF,l 12'-0" POLE I • ° r 7'-0" PUE k • EASEMENT & -' 1j • • s LANDSCAPE i1 ° SETBACK • M "_ a ` (N) 14'-0" PUE, • M e CENTERED ON `- (N) SS LINE (N) CONCRETE DRIVEWAY, SEE a ,'' CIVIL - e: N i ; ii o° ° - a 2 .(N) STOP SIGN W/ `BRACKETS PER .', - � e CITY_OF 4 SPRINGFIELD,, HATCH INDICATES STD: 5-18 DETAIL APPROX LOCATION OF (N) RAIN GARDEN, SEE CIVIL & LANDSCAPE p (N) CONCRETE SIDEWALK & CURB, `t SEE CIVIL " . v (N) STREET PAVING, = SEE CIVIL 4 ME= I MEMO t rao mv ?q FINAL SITE PLAN MAR - 2t planner: 860 WEST PARK, SUITE 300 EUGENE, OR 97401 ( 541.344.9157 (; �y y PlEv lmgw '�=sass c� ,74p GF (iv" REVISIONS PROJECT NO.. 16831 ISSUE DATE: 09/08/2016 L L tU J 00 Z ui 0 •o W tU. V Z moo ® rCL v W LJ �w LL vJ UJ Z U. koj c U 0� N O d vi REVISIONS PROJECT NO.. 16831 ISSUE DATE: 09/08/2016 L STANDING SEAM METAL ROOF SYSTEM WOOD PLANK SIDING SYSTEM STONE VENEER SIDING SYSTEM ALUMINUM STOREFRONT FRAME W/ INSULATED GLAZING EAST ELEVATION 1/811 = 1'-0" 2 NORTH ELEVATION 1/8" = 1'-0" -,:) SOUTH ELEVATION %-) 1/8" = 1'-0" 4 WEST ELEVATION 1/8'1 = 1'-0" STEEL ff STRUCTUR MASONR ENCLOSUR STEE LOCKING GAT 5 WEST - TRASH ENCLOSURE 1/411 = 1'-0" A � &% SOUTH -TRASH ENCLOSURE %J 1/4'1 = 1'-0" GUTTER vv/ uo TO JACENT LANDSCAPING 7 BICYCLE PARKING 31411 = 1'-0" KIDS AREA LTIVUHTION 14,111111 =1 =C. CHECKOUT OFFICE STAFF RR STORAGE RR I LAB STERILE 74=�l Q 0 PRE OP mosom- I BREAK — F7-1 O CONCEPTUAL FLOOR PLAN U -1 /811 = 1'-0" m OP #1 F ---- 7 0 OP #4 DOCTOR'S OFFICE ORTHO CONSULT <=D TREATMENT <=o 0 <=31 0 <=D 0 <=D OP #2 OP #3 FINAL SITE PLAN NORTH MAR - 0"'2017 planner— 860 WEST PARK, SUITE 300 EUGENE, OR 97401 j 541.344.9157 6033 OF I mom O u .J 00 < z w 0 W LL �— z < ct CL C)VJ N a a u.j Allik U. w W w U) ULJ Z LL ,f r% z cu in O CL vi REVISIONS SYM DATE REFERENCE PROJECT NO.. 16831 ISSUE DATE: 09/08/2016 1 EXTERIOR ELEVATIONS SR -1.3 CONTOUR. CURB CUTS TO BE REMOVED & REPLACED, WITH .RECONSTRUCTED CUT AT WESTERLY EDGE OF PROPERTY ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 60 DESCRIBED AS: 59TH So/ ASTER SOUARE IN TFC 0 CB NW CDR INTX LEGEND7 0 FOUND 5/8, I. ROD W/YPC *BRANCH ENO,.' oZf UNLESS OTHERWISE NOTED EXISTING CURB & GUTTER EXISTING SANITARY SEWER —STM EXISTING STORM -SEWER Y4 1t EXISTING SANITARY SEWER MANHOLE @ EXISTING SANITARY CLEANOUT EXISTING STORMWATER MANHOLE CATCH BASIN Z WATER METER WATER VALVE 0 FIRE HYDRANT GAS VALVE POWER POLE JUNCTION BOX TELEPHONE RISER Z, CABLE T.V RISER f7i VN UTILITY VAULT 0 EXISTING STREET LIGHT _PWR — EXISTING OVERHEAD POWER 5555 SPOT ELEVATIONS —W EXISTING WATER MAIN U CONCRETE SURFACE �� C0 OWC C"wl m, � 0� I FINAL SITE PLA MAR - 6 201T planner—l-, 8-25-16 CD CD 00 mt 9PROJECT N0- 4431 DRAWN BY: NPF/JAO CHECKED BY: JAO ADD. DRAWING: 4431 -SITE ASSESS.GXD d' oZf z 0 0 z Z u j -i UJ _u. 0 Z pe, Z, C) 144 0 cn Lu C14 gn Z 0 Ln U CIO z as < U z to LLJ zcn F— F— Z Z < z W uj 0 tn 1 < UJ CA 9PROJECT N0- 4431 DRAWN BY: NPF/JAO CHECKED BY: JAO ADD. DRAWING: 4431 -SITE ASSESS.GXD SHEET TITLE EXISTING CONDITIONS SHEET NO. c L z z pe, C) 144 LN. C14 gn Z 0 Ln 0 CIO z as z to z z W 0 SHEET TITLE EXISTING CONDITIONS SHEET NO. c L cr) I POWER No. 275.51 I ri t 0 Cv 6 41 FINAL. SITE PLAN MAR - it ofainner: REVISIONS REV.DATE JPRFI 11 MEW 1-25-16 ICITY ARE. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 60 DESCRIBED AS: 59TH So/ ASTER SQUARE IN co TFC 0 CB NW COR INTX LEGEND:] 0 FOUND 5/8* 1. ROD W/YPC 'BRANCH ENO.' Z.j UNLESS OTHERWISE NOTED RECORDED'4NOV 1962", 4240' ----6AN EXISTING SANITARY SEWER —STM — EXISTING STORM SEWER 0 EXISTING SANITARY SEWER MANHOLE @ EXISTING, SANITARY CLEANOUT 0 EXISTING STORMWATER MANHOLE UJI CATCH BASIN 505 WATER METER WATER VALVE LL. u FIRE HYDRANT 0 GAS VALVE z OG POWER POLE JUNCTION BOX Cp% TELEPHONE RISER GJ CABLE T.V RISER VN UTILITY VAULT 50 5U — EXISTING OVERHEAD POWER PWR 5555 SPOT ELEVATIONS EXISTING WATER MAIN W CONCRETE SURFACE V-4 0 Z 0 Z PROPOSED < ze CA amm cn cn *."woo 60' RIGHT-OF-WAY cn cn NEW SIDEWALK 20 PLE 2 28' < Lu cn C) 30* MH 279' 40.0' PAVING —42 IV EX. RI 511.20 4T CE OWE POL P POWE POL Al. 0.5 0.5 78 C PROPOSED STORM DRAIN f I ri t 0 Cv 6 41 FINAL. SITE PLAN MAR - it ofainner: REVISIONS REV.DATE JPRFI 11 MEW 1-25-16 ICITY ARE. ELEVATIONS SHOWN HEREON ARE BASED ON CITY OF SPRINGFIELD BENCHMARK No. 60 DESCRIBED AS: 59TH So/ ASTER SQUARE IN co TFC 0 CB NW COR INTX LEGEND:] 0 FOUND 5/8* 1. ROD W/YPC 'BRANCH ENO.' Z.j UNLESS OTHERWISE NOTED EXISTING CURB & GUTTER ----6AN EXISTING SANITARY SEWER —STM — EXISTING STORM SEWER 0 EXISTING SANITARY SEWER MANHOLE @ EXISTING, SANITARY CLEANOUT 0 EXISTING STORMWATER MANHOLE UJI CATCH BASIN uj WATER METER WATER VALVE LL. u FIRE HYDRANT 0 GAS VALVE z OG POWER POLE JUNCTION BOX Cp% TELEPHONE RISER GJ CABLE T.V RISER VN UTILITY VAULT EXISTING STREET LIGHT — EXISTING OVERHEAD POWER PWR 5555 SPOT ELEVATIONS EXISTING WATER MAIN W CONCRETE SURFACE I ri t 0 Cv 6 41 FINAL. SITE PLAN MAR - it ofainner: REVISIONS REV.DATE JPRFI 11 MEW 1-25-16 ICITY ARE. r -PROJECT NO, 4431 DRAWN BY: NPHJAO CHECKED BY: JAO CADD DRAWING: 4431-EXTG IMPIRVMTS.GJXD Zde co qt oZf < Z.j z 0 r 0 o z UJI uj 0 W> LL. u -j 0 �- z OG x < Cp% cn 04 m cn tt 04 >< 0 M Z va 0 Ucn , pq Z V-4 0 Z 0 Z womm" F— < < CA amm cn cn 0 uj cn cn < Lu cn r -PROJECT NO, 4431 DRAWN BY: NPHJAO CHECKED BY: JAO CADD DRAWING: 4431-EXTG IMPIRVMTS.GJXD SHEET TITLE EXISTING CONDITIONS IL .04 SHEET NO. 2 L z Cp% 04 m Z 8 u*& 04 >< 0 IRV Z va 0 , pq Z V-4 z z C) SHEET TITLE EXISTING CONDITIONS IL .04 SHEET NO. 2 L CONSTRUCTION NOTES: PRIVATE PAVING SECTION:. SANITARY SERVICE: 12" ROCK AND 3' A.C. THE PUBLIC SANITARY SEWER ON THE SITE WITH FABRIC. IS DEEP ENOUGH TO SERVE THE NEW BUILDING: THE SERVICE LOCATION SHOWN IS APPROXIMATE. CURBS: t - WATER SERVICE: WEST SIDE ENTRY DRIVE FROM MAIN STREET 294 +/ L.F. TO BE STANDARD CURB AND GUTTER. WATER SERVICE LOCATION WILL -BE AS DIRECTED BY & COORDINATED ' N ED WITH SUB. t WHEEL STOPS TO BE SET ADJACENT TO SET WHERE. PARKING. AREA SHEET FLOWS INTO RAIN GARDENS (NO OTHER CURBING). '' + :► TOTAL EXCAVATION QUANTITIES: t POWER POLE � .•.: POWER POLE No. 910 SIDEWALK AT BUILDING: FILL 1.544 CUBIC YARDS ✓ . _ Pte. PWR CUT 700 CUBIC YARDS t MONOLITHIC POUR: WHEEL STOPS AT SOUTH ® SIDE OF BUILDING. WITH A.C.- GRADE FLUSH WITH SIDEWALK. REPAIR AND SET EXIST. WASTEWATER MANHOLE age CO. T4 GRADE i CATCH BASIN t , f RIM ELEV.'51220 POWER POLE PUBLIC PAVING SECTION TO BE PER CITY PUBLIC IMPROVEMENT REVIEW 8' FL .SO.500.26 No. 50478 CRITERIA: STORM PIPE :IN ASTER RIGHT-OF-WAY TO BE CONSTRUCTED 6' F.L, E. 509.31 cn, , (5 FROM PROPERTY LINE) t a KEYSTONE WALL; AS PRIVATE OR PUBLIC. BASED ON CITY DIRECTION: 3 COURSES I t INLET 24' \ 513.88 5tO.88 TFC • "� AREA DRAIN 24' BUBBLER MAIC CH ' j . o;pp MAT RIM ELEV 51fl.8 RIM 509.8 x CHAIN LINK FOU�f D 77 F.L,. tE} 50$.44 F,L: IN 507:4 - wNC am 5a' ,�_ , � CONSTRUCT CURBSIDE S!W ... sErtc X X x 0 8 TF 51L14 5115 CURB & GUTTERS 51 CH N LINKNK 7 •` TCH , ' . . ► 'N S- 2`6 -}-• "" -- . 0.6� . wooa A%: '" 0.4%0 Sol 2. 512,30 o ct. 512.04 512.0 vrx� vr� ►� �5u.7 n CONSTRUCT STD CURB ,. ,• ► , • • . ► � �.��-. o, / � 511.80 �°� � 512,9 AND GUTTER 74 LF: ,+/ CONSTRUCT 6' AC w �• �' <7 513.0 '. • : ON 12 CRUSHED ROCK . IW VAN . . , 4 120 L.F. a 5.86 512.30 n 51L10 R • prS835; �tt59. ; , . N C to .. 0 - , { '•� •• U1JUQa U Sf3, i. Ott, 3511.78 :�4; . RAISED WALK AY A . t3►6& i 51170 C. - --... 511,60 7RASF{ ► ° o °• •© o• o o a PV 511.5 512.8 ► • � " ► 513.65 ► ' p • • ' S�2 --- 511 6 511.62 N 511.00 511.9 c STRE T LIG ae o; csp ° ' : ° t ,..-.,,.. AN CO `` .._. .....:". 8' SAN - No. I9 6 8` S ► ► Ef 5114 Ot78' . 51IA0 2!. >. 512.3�J E 511.3 MATCH © ° 1511.71} " MATCH 1 6' SAN SWR; 9Q L.F. EX 511.84 S-0.01 511:5. �_ .Q CATCH BASIN W/ ► : CONSTRUCT FILTER INSERT `� � � � � ' �. ° o: F.F.E. 513.9 ae 511.77 CURBSIDE S/W NEW 1131.DNC --t •� RIM ELEV 510.3 TFC m MATC ► F.L. 508:5 o m 511.6 a� �j 511.3 0 �+ a Q: 5115 -4 a a .1^, 511.6 a 2� ED 5117 v m ° ►.: ► + E + + + 40.0' PAVING + BOTTOM RAIN + A RDF.N. ELEV S- .4% IO STM 69 L.F. 1800 S.F.) • ... . R.' PROPOSED STM M.H. FeNaeuNK CHAIN uw 512 513 10' FL OUT (E) 507.54 STM M.H. C IO' F.L. IN (N) 507.64 10` FL OUT (S) 507.92 EX. Rih 8' F.L. IN (W) 508.02 511.20. INFILTRATION RAIN m 6' FL OUT (S) ST 1T 08.67 V x 80'RDEN POW fT. tib.• �Q^ ENTRY' SIDEWALK ELEVATIONS SHOWN HEREON ARE BASED ON DATE CITY OF SPRINGFIELD BENCHMARK No. 60 z DESCRIBED AS: 59TH So/ ASTER SQUARE IN . PRE SR REVIEW TFC A CB NW COR INTX 12-12-2016 LEGEND 0 FOUND 5/8" L ROD W/YPC 'BRANCH ENG.' LU -- UNLESS OTHERWISE NOTED o EXISTING CURB & GUTTER LANTER NOTCH -----STM---- EXISTING. STORM SEWER W EXISTING SANITARY SEWER MANHOLE Q •+� .0 EXISTING STORMWATER MANHOLE TO BE CATCH BASIN SURFACE 509.$ FL -511.3 CREATED I WATER VALVE G. VA IES OVERFLOW E1•� � --I A RIM- 510.s X. C.B. C e GAS VALVE -�• POWER POLE RIM ELEV. F.L. OUT (E) 510.90 0 50716 m TELEPHONE RISER © F.L 1N (N) 507.26,.�xi''i UTILITY VAULT •--� EXISTING STREET LIGHT ,•% EXISTING OVERHEAD POWER 555.5 • W EXISTING WATER MAIN '• I=11 rrrr/rr/rr/r rrrir/:r//r/:�i/ OL i : i Rahn Garden Notes 47 F-- _"" to cn z tad U,, Old O 't I I -`=L111 z f' d INSTALL FLOW DIFFUSER AND SPLASH PAD CLASS'50 RIP -RAP OVER NON -WOVEN -I IiI-IIi�III--III I LIZ I--CIf--- ff--III-111---=111 III =111 -==III -=111 -VIII -=111=i lll- GEOTEXTILE LAYER (GEOTEX 451OR APPROVED EQUAL).'3' x 8' =III INSTALL GROWING MEDIUM TO DEPTH SPECIFIED. SOIL MIXTURE 35% LOAMY SOIL `_` , <= - (� - " H�,. 35% SANE) AND 30% COMPOST CONSISTENT WITH CITY OF SPRINGFIELD STORMWATER I lr . - -1 f 1 (� I-= I I i ,- 11► ,III �1 MANAGEMENT STANDARDS: U INSTALL PLANT MATERIAL IN ACCORDANCE WITH THE LANDSCAPE PLAN South Rain Garden;. Inlet 0 curb. NO SCALE ® CONSTRUCT CONCRETE SPILLWAY AT BACK OF CURB 08' x 241 12' WIDE; 6' DEEP 1-1/2'.OPEN ROCK ADJACENT TO A.C. 1,5• VARIABLE . WHEEL. STOP TREATMENT AREA D WATER OUALITY: AT SOUTH'PARKING VARIABLE AREA OVERFLOW RAIN GARDEN 510 8 FL?100'1 SLOTTED CURB GUTTER FL- 511.80 THE RAIN . GARDENS ARE INTENDED RIM -510.8 SURFACE 509.8 C ,y wBT zoNE p �`"� TO BE' DESIGNED AS INFILTRATION _ _ _ 3 -OPS,- -- ''` :. .. FACILITIES BASED ON. A IO=YEAR STORM / r i EVENT. vERFQ_ rr/rrri</:rrr FINAL RAIN GARDEN EXCAVATION DEPTH rir//rr�rrirr��r/ ==III=III-=III= (BOTTOM'OF PLANTING MATERIAL) IS TO BE IIf--===IfI =III -111=111-X111-= APPROVED BY .THE ENGINEER. WITH FINAL Ili-=III---=111-=-=III-111 III..III._ ACCEPTANCE'BY THE CITY: EXCAVATION DEPTH =III ==.III.•=III:=~III-�=II1--�IIl=ril.� IS INTENDED TO REMOVE MATERIALS THAT ARE II1- I1=1II =111111-=1II=III-=1III11111-=1'IM =IjJ-=III..-:I1I ., �II�II.=IIf-==1i1ill-- UNSUITABLE FOR INFILTRATION. South Rain Garden Typical Section (north/south) - NO SCALE ENTRY' SIDEWALK 24' ACCESS PIPE DRIVEWAYS TO BE REMOVED 70' 0 10 20 461 ELEVATIONS SHOWN HEREON ARE BASED ON DATE CITY OF SPRINGFIELD BENCHMARK No. 60 z DESCRIBED AS: 59TH So/ ASTER SQUARE IN . PRE SR REVIEW TFC A CB NW COR INTX 12-12-2016 LEGEND 0 FOUND 5/8" L ROD W/YPC 'BRANCH ENG.' LU -- UNLESS OTHERWISE NOTED o EXISTING CURB & GUTTER ___SAN --►- EXISTING SANITARY SEWER -----STM---- EXISTING. STORM SEWER W EXISTING SANITARY SEWER MANHOLE Q 10! PIE .0 EXISTING STORMWATER MANHOLE TO BE CATCH BASIN ® CREATED I WATER VALVE G. FIRE HYDRANT e GAS VALVE -�• POWER POLE QI JUNCTION BOX m TELEPHONE RISER © CABLE T.V RISER Lnj UTILITY VAULT •--� EXISTING STREET LIGHT ,•% EXISTING OVERHEAD POWER 555.5 • W EXISTING WATER MAIN '• cin OL i : i U 47 F-- r to cn z tad U,, Old O 't in to Lu z f' d c^ Q 24' ACCESS PIPE DRIVEWAYS TO BE REMOVED 70' 0 10 20 461 ,, •,.:;,:,:tt=L;rL}Syi;2} EXISTING CONCRETE SURFACE ® CATCH BASIN W/ FILTER INSERT '. NEW CONCRETE SURFACE 513.5 I RAIN GARDEN FL -511.1 t44, ` SURFACE 510:1 C WET ZONE II 9t T ______________ III - -�- .II .i/ // MY •IIC--rr/,///;/ii.r rir/,/rr///// r//rr/////r/ --il= III --=111,;,111:,,, III ;,,111,;,111=III ,, 111,;,111,,, I1I ,,1II-=III-=III---=III�III.IiIr North Rahn Garden Typical Longitudinal Section NO SCALE g in a �ICL. oEli W lid BUILDING FOOTING r , 3 gyp• 111 •-� 111 ==III-� ==III."-'-' I I I ' I I I -"'III a 1- � �-° �• DRAIN; DISCHARGE ` i I. 1_ t I I- I I{ LII (11 1 I I I• i I I I I'' TO PIPE AT SE CORNER OF BUILDING MAR IT 201: �, orth Rain Garden Typical' 3C -Section olE} 1`; NO SCALE' 11 -lx� >�% REVISIONS ELEVATIONS SHOWN HEREON ARE BASED ON DATE CITY OF SPRINGFIELD BENCHMARK No. 60 z DESCRIBED AS: 59TH So/ ASTER SQUARE IN . PRE SR REVIEW TFC A CB NW COR INTX 12-12-2016 LEGEND 0 FOUND 5/8" L ROD W/YPC 'BRANCH ENG.' LU -- UNLESS OTHERWISE NOTED o EXISTING CURB & GUTTER ___SAN --►- EXISTING SANITARY SEWER -----STM---- EXISTING. STORM SEWER W EXISTING SANITARY SEWER MANHOLE Q EXISTING SANITARY CLEANOUT .0 EXISTING STORMWATER MANHOLE F. CATCH BASIN ® WATER METER ® WATER VALVE G. FIRE HYDRANT e GAS VALVE -�• POWER POLE QI JUNCTION BOX m TELEPHONE RISER © CABLE T.V RISER Lnj UTILITY VAULT •--� EXISTING STREET LIGHT PWR EXISTING OVERHEAD POWER 555.5 SPOT ELEVATIONS W EXISTING WATER MAIN ,, •,.:;,:,:tt=L;rL}Syi;2} EXISTING CONCRETE SURFACE ® CATCH BASIN W/ FILTER INSERT '. NEW CONCRETE SURFACE 513.5 I RAIN GARDEN FL -511.1 t44, ` SURFACE 510:1 C WET ZONE II 9t T ______________ III - -�- .II .i/ // MY •IIC--rr/,///;/ii.r rir/,/rr///// r//rr/////r/ --il= III --=111,;,111:,,, III ;,,111,;,111=III ,, 111,;,111,,, I1I ,,1II-=III-=III---=III�III.IiIr North Rahn Garden Typical Longitudinal Section NO SCALE g in a �ICL. oEli W lid BUILDING FOOTING r , 3 gyp• 111 •-� 111 ==III-� ==III."-'-' I I I ' I I I -"'III a 1- � �-° �• DRAIN; DISCHARGE ` i I. 1_ t I I- I I{ LII (11 1 I I I• i I I I I'' TO PIPE AT SE CORNER OF BUILDING MAR IT 201: �, orth Rain Garden Typical' 3C -Section olE} 1`; NO SCALE' 11 -lx� >�% REVISIONS REV.- DATE z 8-29-2016 PRE SR REVIEW o 12-12-2016 TENT SITE PLAN REVIE Ind Q 0 M �n LU -- ..Ja o z PROJECT NO. 443! DRAWN BY: NPF/JA4 CHECKED BY: JAO CADD DRAWING. 4431GRAD-REVISED.GXD N z of o Ind Q 0 M �n LU -- ..Ja o z FamJ w F- *.�. J W m L%0 F. CL Z c� X •� DM G. F- 1r/ U. � U �•/ s M , Z rn► �.'. r j U cn � < 1ae z z 6th.. LU''_ 4 U F-- r to cn z tad U,, Old O F- in to Lu z d c^ Q PROJECT NO. 443! DRAWN BY: NPF/JA4 CHECKED BY: JAO CADD DRAWING. 4431GRAD-REVISED.GXD SHEET TITLE GRADING PAVING UTILITIES 11%�il�l�t.l. I-Yi0A1lI�I�O SHEET NO. C3 z z 0 N V' � M r z z 0 �1 SHEET TITLE GRADING PAVING UTILITIES 11%�il�l�t.l. I-Yi0A1lI�I�O SHEET NO. C3 6 SPD (E) BUILDING EXISTING 6' HT. CHAIN LINK FENCE RAIN GARDEN #1 3 POS 1 NYS 7 AUC 2 COSA 11 COSK'6 CORK --� w,v�----. A -� 3 OB 2 POD INNER �+WN .. err �r1 • AUUr 13 RFG 8 PEA = I I 3 AUC 3 VID MULCH ONLY - UNDER EXISTING TREE TO REMAIN 4 VID j i 4 BETC I 1 ACRO 16 AUC LIN \ VV //// MVV 0�-=05==0 0 0 0►= '0 (E) BUILDING LANDSCAPE SPECIFICATIONS 2 VIPT AUU ..' _ 1 ACRO F i 7 RFG 4 PEA 6 PLMV I 0 (E) BUILDING ' 1 VIPT 11 CIPS 1+.�',r,; - 1��°`,,raj ,.�,=���• ` ._�_� .iii � � ,VIII ,. 1 � t ...- . � `��r f ;� • ,���',�� • AID' - • ii. • r%�� �'-' . , i► r o ♦tel T T ♦tel T T ♦�! T T ♦ � '-r��►.�`�� � �� w:>, ,�. �� \�•.t' �..t' ���j�`�j('I{2p f •: • A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE 01= ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHL.IST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE RAIN GARDENS: IMPORTED TOPSOIL TO BE A SANDY LOAM MIXED WITH COMPOST ORA SAND / SOIL I COMPOST BLEND. MIXTURE TO BE ONE-THIRD COMPOST BY VOLUME, FREE -DRAINING AND TO SUPPORT PLANT GROWTH. COMPOST TO BE DERIVED FROM PLANT MATERIAL; ANIMAL WASTE IS NOT ALLOWED. SEE PLACEMENT NOTES BELOW FOR DEPTH. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 518" -1/4" DIAMETER. 5. PLANTING TABLETS: SCOTT S AGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2 MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 8. SOD a. PERRENIAL RYE BLEND: 'J.B. SIGNATURE' OR APPROVED. 9. SEED MIXTURE a. PRO-TIME PT 770 -ECO -LAWN MIX OR APPROVED. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. RAIN GARDENS 1. PLACE 18" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT RAIN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT RAIN GARDENS. LAWNS AND MEADOWS 1. PLACE 8" OF TOPSOIL OVER TILLED SUBGRADE. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TOA MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH STORM WATER FACILITIES WITH V DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. €. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. PROVIDE (2) MOWINGS MINIMUM AT LAWNS AND (1) MOWING AT MEADOWS. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. &UY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH 51DE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. ' \ TREE FLANTING AT FARKING AREA5 SECTION IRRIGATION SYSTEM DESCRIPTION 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. e W W W 4 MULCH TAPERS TO 1" AT SIDEWALK FIN15HEP GRADE PLANTING 501L (5EE SPECIFICATIONS FOR DEPTH) NOTE: 5EE GRADIN& PLAN FOR PLANT BED SOIL LEVEL -5. PLANT SED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" ADJACENT BUILDING - OR EDGE OF PLANT BED e SPACING "D' \ � e 5PAON& "D" ROW "A" SCALE: 1/2" = T-0" SPACING "D" • i • ,ILI 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" C111 O.G. ?.8" 30" O.G. 26.0" I reay.41. 36" O.G. 30.0" 15" O.G. 15.0" 48" O.G. 41.8" 3 GROUNDCOVER 5PACIN6 DIAGRAM 1-1.0 FLAN Golden Desert Ash NTS Matching, full, B&B TPH Thuja plicata'Hogan' Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV Zelkova serrate 'Green Vase' Green Vase Zeikova 2" cal. I Matching, limbed up to approx. 6 ft. MAA Mahonia auquifolium Oregon Grape 3 gal. matching, full OB Osmanthus x burkwoodii Burkwood Osmanthus 5 gal. matching, full RAK Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RHJ - Rhododendron 'Jean Marie Montague' Jean Marie Montague Rhodo. 5 gal. matching, full SPD - Spiraea dougiasii Western spiraea 3 gal. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full VIP Viburnum plicatum tomentosum Double File Viburnum 3' ht, matching, full 1 VIPT 11 CIPS 1+.�',r,; - 1��°`,,raj ,.�,=���• ` ._�_� .iii � � ,VIII ,. 1 � t ...- . � `��r f ;� • ,���',�� • AID' - • ii. • r%�� �'-' . , i► r o ♦tel T T ♦tel T T ♦�! T T ♦ � '-r��►.�`�� � �� w:>, ,�. �� \�•.t' �..t' ���j�`�j('I{2p f •: • A. VERIFICATIONS 1. VERIFY LOCATION OF ALL UTILITIES AND PROTECT DURING CONSTRUCTION. B. INSPECTIONS 1. NOTIFY LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE 01= ALL REQUIRED INSPECTIONS. 2. LAYOUT REVIEW: PRIOR TO INSTALLATION, PLACE PLANT MATERIAL PER PLAN. LAYOUT TO BE REVIEWED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3. SUBSTANTIAL COMPLETION REVIEW: TO OCCUR AT COMPLETION OF PLANTING. LANDSCAPE ARCHITECT WILL REVIEW ALL WORK OF THIS SECTION. 4. FINAL COMPLETION: TO OCCUR AFTER ALL LANDSCAPE PUNCHL.IST ITEMS ARE CORRECTED. C. PRODUCTS 1. TOPSOIL AT PLANT BEDS: IMPORTED SANDY LOAM WITH 10% HUMUS AND CHARACTERISTIC OF LOAMS OF THE AREA. FREE OF ROCK, SUBSOIL, CLODS, LUMPS, PLANTS, ROOTS, STICKS, WEEDS, SEEDS AND OTHER DELETERIOUS SUBSTANCES. 2. SOIL (GROWING MEDIUM) AT THE RAIN GARDENS: IMPORTED TOPSOIL TO BE A SANDY LOAM MIXED WITH COMPOST ORA SAND / SOIL I COMPOST BLEND. MIXTURE TO BE ONE-THIRD COMPOST BY VOLUME, FREE -DRAINING AND TO SUPPORT PLANT GROWTH. COMPOST TO BE DERIVED FROM PLANT MATERIAL; ANIMAL WASTE IS NOT ALLOWED. SEE PLACEMENT NOTES BELOW FOR DEPTH. 3. SOIL AMENDMENTS a. FERTILIZER; 15-5-10-10 COMMERCIAL FERTILIZER. b. ORGANIC MATERIAL: 'GARDEN COMPOST' AVAILABLE FROM REMUS OR LANE FOREST PRODUCTS. 4. MULCH: SHREDDED FIR BARK 518" -1/4" DIAMETER. 5. PLANTING TABLETS: SCOTT S AGRIFORM FERTILIZER TABLETS. 6. PLANT MATERIAL a. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. b. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 7. ACCESSORIES a. STAKES: SOFTWOOD LUMBER, POINTED END, UNIFORMLY SIZED, 2"X 2 MIN. CAPABLE OF AT LEAST 2 YEARS BURIAL. b. GUY WIRES: NO. 10 GA. ANNEALED, GALVANIZED STEEL WIRE. 8. SOD a. PERRENIAL RYE BLEND: 'J.B. SIGNATURE' OR APPROVED. 9. SEED MIXTURE a. PRO-TIME PT 770 -ECO -LAWN MIX OR APPROVED. D. SOIL PREPARATION PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 3" OF ORGANIC MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF MINIMUM. CROWN SOIL TO THE CENTER OF PLANT BEDS. PLACE SOIL IN LAYERS NOT MORE THAN 8" DEPTH. COMPACT EACH LAYER AT 85 PERCENT. RAIN GARDENS 1. PLACE 18" MINIMUM DEPTH OF SOIL (GROWING MEDIUM) AT RAIN GARDENS. SEE CIVIL PLANS AND DETAILS FOR FACILITY INSTALLATION REQUIREMENTS. PROVIDE 24" DEPTH EXCAVATION AND GROWING MEDIUM AT TREES. DO NOT APPLY ADDITIONAL SOIL AMENDMENTS OR FERTILIZER AT RAIN GARDENS. LAWNS AND MEADOWS 1. PLACE 8" OF TOPSOIL OVER TILLED SUBGRADE. E. PLANTING 1. SET PLANTS VERTICAL. 2. REMOVE CONTAINERS. 3. SET PLANTS IN PITS OR BEDS, PARTLY FILLED WITH PREPARED PLANT MIX, AT A MIN. OF 6" DEPTH UNDER EACH PLANT. REMOVE BURLAP, ROPES AND WIRES FROM ROOT BALLS. 4. APPLY PLANTING TABLETS PER MANUFACTURER'S HIGH RATES. 5. BACKFILL SOIL MIXTURE AND COMPACT IN LAYERS. MAINTAIN PLANT MATERIAL IN VERTICAL POSITION. 6. SATURATE SOIL WITH WATER WHEN PIT OR BED IS HALF FULL WITH TOPSOIL AND AGAIN WHEN FULL. G. MULCHING: MULCH ALL PLANT BEDS TOA MINIMUM DEPTH OF 3" WITHIN 24 HOURS OF PLANTING. TAPER MULCH TO VAT PAVING EDGES. MULCH STORM WATER FACILITIES WITH V DEPTH PEA GRAVEL. MULCH SWALE SIDE SLOPES O RAIN GARDEN WITH 3" DEPTH FIR BARK MULCH. €. MAINTENANCE: CONTRACTOR TO MAINTAIN ALL PLANT MATERIAL THROUGH FINAL COMPLETION, INCLUDING WEEDING, PRUNING, MAINTAINING GUYS AND STAKES AND REPLACEMENT OF MULCH. PROVIDE (2) MOWINGS MINIMUM AT LAWNS AND (1) MOWING AT MEADOWS. J. WARRANTY: CONTRACTOR TO WARRANTY PLANT MATERIAL FOR ONE YEAR FOLLOWING FINAL COMPLETION. REPLACE DEAD OR UNHEALTHY PLANTS OF SAME SIZE AND SPECIES AS SPECIFIED. CONTRACTOR IS NOT RESPONSIBLE FOR DEFECTS CAUSED BY VANDALISM. &UY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL/CONIFER TREE (5) EACH 5HADE TREE REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) NOTE MARK NORTH 51DE OF TREE AT NURSERY. ROTATE TREE TO FACE NORTH WHEN PLANTING. ' \ TREE FLANTING AT FARKING AREA5 SECTION IRRIGATION SYSTEM DESCRIPTION 1. AN AUTOMATICALLY CONTROLLED UNDERGROUND IRRIGATION SYSTEM WILL BE PROVIDEDFOR ALL LANDSCAPE AREAS. 2. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT SOLAR ORIENTATIONS. 3. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED SURFACES. e W W W 4 MULCH TAPERS TO 1" AT SIDEWALK FIN15HEP GRADE PLANTING 501L (5EE SPECIFICATIONS FOR DEPTH) NOTE: 5EE GRADIN& PLAN FOR PLANT BED SOIL LEVEL -5. PLANT SED EDGE AT PAVEMENT SECTION SCALE: 1" = 1'-0" ADJACENT BUILDING - OR EDGE OF PLANT BED e SPACING "D' \ � e 5PAON& "D" ROW "A" SCALE: 1/2" = T-0" SPACING "D" ROW "A" 3" O.G. 2.6" 18" O.G. 15.6" 6" O.G. 5.2" 24" O.G. 20.8" C111 O.G. ?.8" 30" O.G. 26.0" 12,10.0. 10.4" 36" O.G. 30.0" 15" O.G. 15.0" 48" O.G. 41.8" 3 GROUNDCOVER 5PACIN6 DIAGRAM 1-1.0 FLAN Golden Desert Ash NTS PLANT SCHEDULE KEY QTY. BOTANICAL NAME COMMON NAME MIN. SIZE COMMENTS TREES ACC - Acer circinatum Vine Maple 7' ht. multi -stem, B&B ACRO - Acer rubrum 'October Glory' October Glory Maple 2" cal. Matching, limbed up to approx. 6 ft. ACG - Acer griseum Paper Bark Maple 2" cal. multi stem, B&B, matching, full ACRS Acer rubrum'Scarsen' Scarlet Sentinel Maple 2" cal. Matching, limbed up to approx. 6 ft. FRO - Fraxinus oxycarpa'Auraeafolia' Golden Desert Ash 2" cal. Matching, full, B&B TPH Thuja plicata'Hogan' Hogan Red Cedar 10' ht. Matching, full, B&B ZSGV Zelkova serrate 'Green Vase' Green Vase Zeikova 2" cal. I Matching, limbed up to approx. 6 ft. AUC Arbutus unedo'Compacta' Strawberry Tree 5 gal. matching, full BETC Berberis thunbergii'CrimsonPygmy' Dwarf Japanese Barberry 3 gal. matching, full BSS - Buxus sempervirens'Suffrutioosa' Dwarf English Boxwood 2 gal. matching, full CIPS - Cistus x pulverulentus'Sunset Sunset Rockrose 5 gal matching, full COSA - Cornus alba'lvory Halo' ivory Halo Dogwood 3 gal. matching, full COSK - Comus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full EUAC Euonymus alata 'Compacta' Compact Burning Bush 5 gal matching, full MAA Mahonia auquifolium Oregon Grape 3 gal. matching, full OB Osmanthus x burkwoodii Burkwood Osmanthus 5 gal. matching, full RAK Rhododendron'Anah Krusche' Anah Krusche Rhododendron 5 gal. matching, full RHJ - Rhododendron 'Jean Marie Montague' Jean Marie Montague Rhodo. 5 gal. matching, full SPD - Spiraea dougiasii Western spiraea 3 gal. matching, full VID - Viburnum davidii David Viburnum 3 gal. matching, full VIP Viburnum plicatum tomentosum Double File Viburnum 3' ht, matching, full GROUNDCOVERS AND PERENNIALS AUU 24" o.c. Arctostaphylos uva-ursi Kinnikinnick 1 gal. matching, full MAN Mahonia nervosa Long Leaf Mahonia 1 gal. full PEA Pennisetum alopercurcides'Hameln' Hameln Fountain Grass 1 gal. matching, full PLMV - Prunus laurocerasus'Mount Vernon' Mount Vernon Laurel 1 gal. matching, full RFG - Rudbeck€a fulgida'Goldsturm' Goldstunn Black -Eyed Susan 1 gal. matching, full PLANT SCHEDULE - RAIN GARDEN #1 (APPROX. 800 SF) - TYPE III PLANTING SCHEME KEY I QTY. I BOTANICAL NAME ICOMMONNAME I MIN. SIZE COMMENTS TREES (4 REQUIRED) FRL I 1 I Fraxinus latifolia Oregon Ash 1.5" cal. I Matching, full, B&B NYS 13 1 Nyssa syivatica Black Tupelo 2" cal. Matching, full, B&B LARGE SHRUBS (16 REQUIRED) COSA 5 Cornus alba'lvory Halo' Ivory Halo Dogwood 3 gal. matching, full COSI 6 Comus sericea'Isanti' Isanti Red -Osier Dogwood 3 gal. matching, full POD 2 Physocarpus opulifolius 'Diabolo' Purple Leaf Nine Bark 5 gal Matching, full POS 3 Physocarpus opulifolius 'Summer Wine' Summer Wine Nine Bark 5 gal Matching, full SPD 16 1 Spiraea dougiasii I Western spiraea 13 gal. matching, full SMALL SHRUBS (32 REQUIRED) COSK 117 1 Cornus sericea'Kelseyi' Dwarf Redtwig Dogwood 3 gal. matching, full SYA 115 1 Symphoricarpos, aibus I Snowberry 13 gal. matching, full GROUNDCOVERS CAO 12" o.c. iCarexobnupta I Slough Sedge 4" pots I matching, full JUP 12" o.c. Juncus patens Spreading Rush 4" pots matching, full PLANT SCHEDULE - RAIN GARDEN #2 (APPROX. 1470 SF) - TYPE III PLANTING SCHEME KEY I QTY. I BOTANICAL. NAME ICOMMON NAME I MIN.SIZEj COMMENTS TREES (7 REQUIRED) FRL 5 1 Fraxinus latifolia Oregon Ash 1.5" cal. I Matching, full, B&B NYS 12 Cornus sericea'lsanti' 1 Nyssa sylvatica Black Tupelo 2" cal. I Matching, full, B&B LARGE SHRUBS (30 REQUIRED) COSA 14 Cornus alba'lvory Halo' Ivory Halo Dogwood 3 gal. matching, full COSI 8 Cornus sericea'lsanti' Isanti Red -Osier Dogwood 3 gal, matching, full SPD 11 Spiraea douglasii Western spiraea 3 gal. matching, full SMALL SHRUBS (60 REQUIRED) COSK 149 1 Comus sedcea'Kelseyi' Dwarf Redtwig Dogwood 13 gal. matching, full SYA 121 1 Symphoricarpos aibus Snowberry 13 gal. matching, full GROUNDCOVERS CAO 12" o.c. ICarexobnupta I Slough Sedge 4" pots I matching, full JUP 12" o.c. 1juncuspatens Spreading Rush 4" pots I matching, full • PROPOSED DECIDUOUS TREES PROPOSED CONIFER TREES + EXISING TREE TO REMAIN SHRUBS GROUNDCOVER 0 4 8 16 32 SCALE: 1/16" = 1'-0" RUDBECKIA (RFG) MT. VERNON LAUREL (PLMV) PENNESETUM (PEA) CAREX OBNUPTA (CAO) © JUNCUS PATENS (JUP) ooQ SOD LAWN SEEDED MEADOW - SEE SPECIFICATIONS - I�7,A U-X0ti"- UYi c C&-tr.p6o P -1Z 7 of 7 SITE P 64 MAR - li r NORTH 860 WEST PARK, SUITE 300 EUGENE, OREGON 97401 (541) 3449157 Ss4 t-4 `David J. Dougherty [--i r � '6 OREGON �W 4'E Ag